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| 1 | LED Street light fixture, powder coated pressure die cast aluminum body (System lumen efficacy ≥120 <135 lm/Watt)Supplying, installation, Testing & Commissioning of Street light LEDfixture powder coated pressure die cast aluminum body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driverefficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP66,IK-10, CRI >80, under voltage and over voltage protection, EMIEMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III asper the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulatedcopper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall beas approved by Engineer-in-Charge as per requirement. (Thermalmanagemheat sink of aluminum housing such that LED junction temperature shall not rise above 90°C).72 watt |
| 2 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.(a)Upto 35 sq. mm |
| 3 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. (a)Upto 35 sq. mm |
| 4 | S & L of following size DWCHDPE pipe ISI marked along withall accessoried like socket ,bend,couplers etc. Confirming to Is 14930, Part II complete with fittings and cutting jointing etc. Diret in ground (75 Cm below ground level) including excavation and refilling the trench but excluding sandcushioning and protective covring etc. complete as reqd. (a) 63 mm dia (OD-63mm & ID-51 mm nominal.) |
| 5 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 6 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.3 x 1.5 sq. mm |
| 7 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps |
| 8 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 9 | Providing and fixing 6 SWG dia G.I wire on surface or in recess forloop earthing as required. |
| 10 | Fabrication, supply & erection of 7.0 meter height minimum 3 mm thick bottom dia of130 mm and top dia of 70 mm base plate of size 225 x 225 x 12 mm thick flange mounted hot dip galvanized octagonal pole made from HT steel plate,window with flash cover with full vertical window cover at appropriate height from the base plate on existing cement concrete pedestal as required. i/c supplying and fixing of 6 mm thick laminated mounted sheet inside the window mounted on and i/c providing and welding 3 nos. GI strips 4 mm thick of suitable length and having suitable size tapped holes as reqd, terminal block suitable for 25 sq mm conductor – 4 nos. & shorting links on DIN channel i/cpdg and fixing DIN channel of suitable length,, 6 Amp. SPMCB ‘C’ characteristics, earth stud, cable support clamp suitable for upto 4x25 sqmm cable. Logo/Name of manufacturer shall be either embossed or revited plate on the pole.Galvanisationas per relevent IS code etc as required. |
| 11 | Providing and laying in position M25 grade reinforced cement concrete foundation of size 600 mm (L) ×600 mm wide and 1200 mm deep i/c excavation of earth, providing cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm dia- 1160 mm long(approx)-8 nos. and reinforcement of cold twisted bars of 8 mm dia- 1600 mm (approx) -8nos.(with 150 mm spacing) as required with supplying and positioning of 4 nos. foundation bolts20 mm dia,700/750 mm long, J type i/c 2 nos. template anchor plates of size 225mm×225mm×3mm and providing DCW HDPE for cable entry and exit as required for 7 m and 8 mtr pole. |
| 12 | Fabrication, supplying and fixing class B galvanised single overhang arm bracket made out of 250mm long galvanised top tube with cap and 1000 mm long 32 mm dia galvanised pipe with tightening bolts complete as required. |
| 13 | Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:-2C*6 sqmm |
| 14 | Providing and fixing of Stainless steel name plate of size 6×8 sq inch made of 20 gauge sheet including engraved name of area representative duly painted along with SS clamp nut bolt etc as required |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Providing and laying of HDPE PIPE OF 40mm outer dia with PN 4 rating by hand Moling/Mannual method Confirming to IS 4984 592 |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil |
